The URL can be used to link to this page

APPROVED ENG BLD RESUB1 BLD2021-0427+Architectural_or_Building_Floor_Plans+6.2.2021_5.13.52_PM+2229122ABBREVIATIONS PROJECT STATISTICS ,.4poll = F j F 0057 67*001) 002 06 . ail - 'P"" r 229 .i _ . r WL 25�1 u.. � 05 7 � 7 0+) 0003 08 V � PROJECT SITE y ;� QQZ ,, �Zr. T 9 � _ � 2F�:�� ;• e ?gk , � 5. t�Q F �RFq - j 1 , • jj � j j 9 j j 0 0 - 7 2 j � �� j q _ - _;�� ` � ,• �� ' - - ♦��• . � I _ �IL - . �� w �� -- r t7� T (E) GARBAGE r T H ENCLOSURE F S r I -� NORTH � do , - L SITE ADDRESS: 22931 HWY 99 EDMONDS, WA 98026 PARCEL NUMBER: 00576700000205� CODES USED: 2018 INTERNATIONAL BUILDING CODE (STATE OF WASHINGTON AMENDMENTS) 2018 INTERNATIONAL MECHANICAL CODE 2018 WASHINGTON STATE ENERGY CODE LEGAL DESCRIPTION: SKELTONS LK MC ALEER 5 ACRE TRS BLK 000 D-05 -LOT 2 LY E OF ST RD LESS PTN LY N OF ALN WH BEGINS AAP S02*28 02E 317.34FT FR THE INT OF PRIMARY S/HY NO 1 & E LN SD LOT & EXT S87*56 01 W PLW S LN OF SD LOT A DIST OF 157.53FT TO SELY HWYR/W LN AKA LOT 2 OF SP S-39-77 REC AF 7709140278 LESS R/w TO CITY LYNN PER WD REC AF 9712170397 PROPERTY DESCRIPTION: BRENTWOOD PLAZA -COMMERCIAL YEAR BUILT: 1986 ZONING: EDMONDS CITY NEIGHTBORHOOD CODE: 5604000 TOWNSHIP: 27 RANGE: 04 SECTION: 31 QUARTER . NE BUILDING GROSS SQ FT. 13 826 SF. PROJECT AREA : 1,049 SF. PRESENT USE: R -RETAIL GROCERY STOREFJE PROPOSED USE: B - BUSINESS RESTAURANT 35 OCCUPANTS OR LESSi, CONSTRUCTION TYPE: II -A SPRINKLERS: NO SPRINKLERS PARKING : ADEQUATE Approved bFire y 06/17/2021 See comments attached ACCES ACCESSORY LAN LOCALTAREA NETWORK ACH ABOVELCOUNTER HEIGHT LAM LAMINATE ACT ACOUSTICALICEILING TILE LAV LAVATORY ADA AMERICAN S A WITH LB POUND DISABILITIESI ACT LT LIGHT ADJ ADJUSTABLE LRV LIGHT REFLECTANCE VALUE AFF ABOVESFINISHEDDFLOOR M AL ALUMINUM ALT ALTERNATE MAX MAXIMUM ARCH ARCHITECT URAL MDF MEDIUM -DENSITY AUTO AUTOMATIC FIBERBORAD AVG AVERAGE MFD MANUFACTURED & AND MFR MANUFACTURER @ AT MECH MECHANICAL B MED MEDICAL METAL MET BLDG BUILDING MIN MINIMUM BD BOARD MISC MISCELLANEOUS BLKG BLOCKING OC G MLWK MILLWORK C MOIST MOISTURE MOUNTED MTD CAB CABINET MTL METAL CPT CARPET MW MICROWAVEFS'p CEM CEMENT(ITIOUS) MIR MIRROR CLG CEILING nI Iv CLR CLEAR CONC CONCRETE NIC NOT IN CONTRACT CONT CONTINUOUS ATION NO NUMBER NOT TO SCALE CMU CONCRETE MASONRY UNIT NTS CH CHAIR N20 NITROUS OXIDE CTOP COUNTERTOP O CTC CENTERCTONCENTER CW COLD WATER OC ON CENTER OVERHEAD D OVHD OP OPERATORY DBL DOUBLE p r DEMO DEMOLITION DEPT DEPARTMENT P PAINT PANEL DET DETAIL PNL DF DRINKINGNFOUNTAIN PORT PORTABLE DIA DIAMETER PREFAB PREFABRICATED DIFF DIFFUSER PLAM PLASTIC ILAMINATE PROJECT TEAM DIM DIMENSION PLAS PLASTER DISP DISPENSER PLYWD PLYWOOD DESIGN TEAM: CATCH DESIGN STUDIO ! LANDLORD: FIVE CR LLC 1405 BOYLSTON AVE. PO BOX 33548 SEATTLE, WA 98133 SEATTLE, WA 98122 CONTACT: JUN RYU CONTACT: NOS NARIN BEST CHOICE REALTY #206.322.4323 15213 29TH DR SE MILL CREEK, WA E-MAIL: NOS@CATCHSTUDIO.COM #206-200-8668 ! RESTAURANT ARCHITECT OF OWNER: IDY CHANG, KAY SAM KO RECORD: THAN SUTAN #206-946-5248 CATCH DESIGN STUDIO UP20027UP@YAHOO.COM.HK DIV DIVISION R DN DOWN DR DOOR RAD RADIUS DW DISHWASHER RCP REFLECTEDACEILING DWG DRAWING PLAN DWR DRAWER REF REFRIGERATOR E REQ REQUIRE(D)(MENT) SITE PLAN SCALE: N.T.S. REINF REINFORCE(D) ELEC ELECTRICAL (ING)(MENT) REVISION ENGR ENGINEER(ED) REV ENTR ENTRANCE RM ROOM EQ EQUAL RO ROUGHLOPENING EQUIP EQUIPMENT RP RESINBPANEL EXIST,E(E) E ISTING RR RESTROOM SHEET INDEX CS1: INFORMATION, VICINITY MAP, SITE PLAN Al: EXISTING PLAN & DEMOLITION PLAN , NEW FLOOR PLANP A2: FRAMING PLAN Al EXISTING CEILING PLAN , NEW CEILING PLANN APPROVED BY PLANNING A3.1: CEILING DETAILS A4: OCCUPANCY PLAN , OUTLET PLAN 62,1e 2, Jun 162021 ENGINEERING DIVISION A5: ELEVATION APPROVED AS NOTED A6: OUTLET PLAN 9�° 06/16/2021 NO PROPOSED CHANGES TO EXISTING TRASH ENCLOSURE. IF CHANGES ARE PROPOSED IN THE FUTURE, SEPARATE PERMIT MAY BE REQUIRED. ,•_ I —• --- --• — — —��—-'=s11t1�'� APPROVED W AN 2 t'� PI SW2% OEMF - �s MUST B [iW J N . ' - I �— F.- ------ •-- �- i • I - Poo 0 ! 'J' -JOB S1 J ' 't :_ r'� 'fir" ` : I _ ,�: -. �� , I C IX 1 r - :��,'�� . .I ECT � ,{'_ _ __f�,_w,�,�„„_,��,�„�i��, �,{�,� •��_ _ � PTO FIELD ; • .� '. and 4k *0=; S P E C T I O N F O I, = - t -' J I kil St S VW 1CODE} COMPLIAN T27r l , W, R hor ■ L .j a I = 9 N ° t Si ::3w�3 1.- r H s :� rs., 1� p, ILOwner � % �. r"' n A31r 4V 4P' I a , - ► PROJECT LOCATION r �''DTHDiFv`- ; "W _ j2nd St v.99 1 !► C am ' P-1 I m, "�_ mv ` � � ��.Ir' P in ` NORTH ■ � � '� � � � � � L ob IIII J � I, - I ~j EXPS EXPOSE(D) S EXT EXTERIOR SCOPE OF WORK SCR SCRIBE SECUR SECURITY F FIXED SF SQUARETFEET ALTERATIONS FROM EXISTING GROCERY STORE SPACE WITHIN A STRIP MALL INTO A NEW CHINESE NOODLE RESTAURANT. ALTERATION TO EXISTING PLUMBING SYSTEM, ALTERATION TO EXISTING HVAC MECHANICAL SYSTEM, ADDING COMMERCIAL FOOD PREPARATION EQUIPMENT AND ADDING NEW INTERIOR FINISHES, PAINT. FAB FABRIC SIM SIMILAR FE FINISHEDIEND SPEC(S) SPECIFICATION (S) FIN FINISH SS SOLIDBSURFACE STANDARD FPLC FIREPLACE STD FR FIREPRAT ING ED STL STOOL FRMG FRAMING ST STONE FLR FLOOR(ING) STRUCT STRUCTURAL DEFERRED SUBMITTAL FCIC FURNISHED & INSTALLED BY CONTRACTOR SURF SURFACE SITETVERIFY SV F010 FURNISHED & INSTALLED BY OWNER SYS SYSTEM(S) • FIRE ALARM AND FIRE SPRINKLER DRAWINGF SLB SLAB I OC FURNISHED BY OWNER INSTALLED BY CONTRACTOR STN STAIN T FURN FURNITURE S FLOOR SINK TIL TILEN FRP FIBERGLASS REINFORCED PLASTIC TBD TO BE DETERMINED G TEX TEXTILE LEGEND CityOf Edmonds Building Department THK THICK GA GAUGE TI TENANT IMPROVEMENT BUILDING SECTION sHT 5T DET SET WALL OR DETAIL SECTION BUILDING SECTION NORTH ARROW GL GLASS TBL TABLE GWB GYPSUMEWALL BOARD TRANS TRANSPARENT ___________________________________________________ Work T/I CHANGE OF USE Address 22931 HVV-- 99 HARVEST WONTON NOODLE r............... Approved Date 6-10-2021 _ ; """"""""""" Building Official : EYl.C/ •----------- -- --------------------------------- GYP GYPSUM TYP TYPICAL GR PRINTED GRAPHIC TV TELEVISION H TR TRIM U DETAIL SECTION DET SET (NONDIRECTIONAL) `� CENTERLINE HD HEAD HDWD HARDWOOD UTIL UTILITY HDWR HARDWARE UNO UNLESS NOTED OTHERWISE DET SET ENLARGED DETAIL REFERENCE IRSTIJL LAN DRAWING LABEL 1 „$ =,-D" HM HOLLOWOMETAL HORIZ HORIZONTAL ----- --- Permit Number' BLD2021-0427 --------------------------------- HR HOUR VAC VACUUM EL100L0'�" ELEVATION TARGET m GRAPHIC SCALE HW HOT WATER VERT VERTICAL HT HEIGHT VFY VERIFY DET EXTERIOR ELEVATION SET BREAK LINE -------------- ----------------------------------------- ;Separate permits required: 1. Plumbing � 2. Mechanical 3. T e 1 hood yp ' CONSTRUCTION TYPE B OCCUPANCY GROUP OCCUPANT LOAD 33 HVAC HEATING,AVENTILATING, VIF VERIFYAIN FIELD ANDTAIR,CONDITIONING VIN VINYL I W , 4 INTERIOR ELEVATION DET REVISION CLOUD AND NUMBER INFO INFORMATION W WITH INSUL INSULATION WC WATERYCLOSET Do46E ROOM NAME AND ROOM NUMBER 0 +,o,'-o^ SPOT ELEVATION INT INTERIOR Wp J WOOD CEILING ' CCEIILING CEILING HEIGHT CEILING HEIGHT ALIGN NOTE WH WATERAHEATER JAN JANITOR WOD WASHERCLODRYER K WAD WITHOUT DD' WINDOW NUMBER °°' DOOR NUMBER COLUMNS GRID AND BUBBLES WALL TYPES VICINITY MAP SCALE: N.T.S. WT WEIGHT KIT KITCHEN WP WEATHER PROOF +46" INDICATES HEIGHT ABOVE FINISHED FLOOR TO TOP OF DEVICE. OR ABOVE FINISHED GRADE @FAI'V D E S I G N S T U D I O 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN 3UTAN STATE OF WASHINGTON PROJECT TITLE: HARVEST WONTON NOODLE 22931 HWY 99 EDMONDS, WA 98026 SHEET TITLE: PROJECT STATISTICS / VICINITY MAP / SITE PLAN REVISIONS: A� REVISIONS 06.02.2021 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 06/02/2021 RESUB SHEET# Jun 03 2021 CITY OF EDMONDS nEVELOPMENT SERVICES CS1 DEPARTMENT i 22'-5" 12-10"Ilk Ilk 7'-9" 9'-11" CONNECTIONS 19" A.F.F. THIS 3 COMP. THIS WALL TO SINK TO BE THIS BE REMOVED REMOVED o CONNECTIONS TO BE REMOVED a EXISTING 3 COMP SINK THIS o LU CONNECTIONS ITO BE REMOVED THIS WALL TO CONNECTIONS EXISTING 16"A.F.F. GREASE Q BE REMOVED INTERCEPTOR HIS GREASE INTERCEPTOR TO BE _ Z REMOVED a' L U THIS DOOR TO THIS WALL TO THIS WALL TO Z BE REMOVED �13E REMOVED THIS DOOR TO BE REMOVED FBE REMOVED C� CONNECTIONS G THIS WALL TO THIS CONNECTION f16"A.F.F. BE REMOVED (E)ELECTRICAL �, TO BE REMOVED THIS WALL TO PANEL TO BE BE REMOVED RELOCATED THIS RESTROOM o� THIS WALL TO �� TO BE REMOVED EO BE REMOVED 0 N u 0 33'-8" 20' INSTALL A SIGN THAT READS THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." INSTALL ACCESSIBLE EXIT SIGN. W C.� Z a H Z W Z a INSTALL MAXIMUM OCCUPANCY LOAD SIGN "MAXIMUM OCCUPANCY LOAD 32 PERSONS" EXISTING AND DEMOLITION PLAN SCALE: 1/4" = V-0" Exit door to comply with IBC 1010.1.9.4 17'-7" 9'-5" 25'-10" NEW FLOOR PLAN SCALE: 1/4" = V-0" TOTAL: 28 SEATS OCCUPANCY LOAD : FLOOR AREA: 1,100 SQ.FT. ROOM NAME FLOOR AREA OCCUPANT LOAD FACTOR OCCUPANT LOAD 1. DINING AREA 325 S.F. 15 (NET) (DINING) 22 2. COUNTER HEIGHT-1 21 S.F. 7 (NET) (DINING) 3 2. COUNTER HEIGHT-2 21 S.F. 7 (NET) (DINING) 3 3. KITCHEN AREA 356 S.F. 200 GROSS (KITCHEN) 2 4. SERVICE AREA 62 S.F. 100 GROSS (SERVICE) 1 5. RECEPTION AREA 30 S.F. 100 GROSS (SERVICE) 1 6. MEN'S RESTROOM 47 S.F. 100 GROSS (RESTROOM) 1 7. WOMEN'S RESTROOM 47 S.F. 100 GROSS (RESTROOM) 1 8. BUSINESS 66 S.F. 100 GROSS (BUSINESS) 1 TOTAL OCCUPANT LOAD: 35 OCCUPANTS NOTES FOR HEALTH DEPARTMENT: NOTE: ALL GLAZED DOORS TO HAVE .60 U-VALUES AND .45 SHGC VALUES NO CHANGE ON EXTERIOR WINDOWS SHELVING: REFRIGERATORS: STAINLESS STEEL STEEL SHELVES; DRY STORAGE: LAMINATE/ WOOD; DRYING RACK: STAINLESS STEEL; CHEMICALS SHELVING: WIRED RACK ALL PAINT IN KITCHEN, PREP. AREA, AND SCULLERY AREA IS SEMI -GLOSS. THERE'RE NO UNNECESSARILY EXPOSED UTILITIES. BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRED COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW (DOWN FROM 45 DEGREES) FULL HEIGHT STAINLESS STEEL PANEL WALL BEHIND COOKING LINE, TYP. 4'-0" HEIGHT FRP PANELS AROUND KITCHEN WALL, TYP. EXHAUST HOOD SYSTEM & FIRE SUPPRESSION SYSTEM BY OTHERS 5% OF THE SEATING SHALL BE ACCESSIBLE AND DISPERSED THROUGHOUT THE DINING AREA. SHOW FOR ACCESSIBLE SEATING SPACES ASSEMBLY OCCUPANCY WITHIN THE BUILDING SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE T-BAR CEILING, WASHABLE (WATERPROOF - USDA. FDA. HEALTH DEPARTMENT, CFIA APPROVED) MAXIMUM OCCUPANCY NOT TO EXCEED _ PERSONS 1 SPECIFIED MAX. ON ALL SIGNS SEE Al, ON FLOOR PLAN ASSEMBLY OCCUPANCY WITHIN THE BUILDING SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE B OCCUPANCY LOAD SIGN IEK�u j08 0 8 00 NOTE. IBC 1013.4, "RAISED CHARACTER AND BRAILLE EXIT SIGNS" "A SIGN STATING EXIT IN VISUAL CHARACTERS, RAISED CHARACTERS, AND BRAILLE, AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY OR RAMP, AN EXIT PASSAGEWAY, AND THE EXIT DISCHARGE. A RAISED CHARACTER AND BRAILLE EXIT SIGNS Service access to be maintained ADA COUNTER HEIGHT 34" THE TOPS OF COUNTER AND WORK SURFACES SHALL BE 34 INCHES MAXIMUM FROM THE FLOOR OR GROUND. EQUIPMENT SCHEDULE 0 z LU SUPPLIER z DESCRIPTION MANUFACTURER MODEL NUMBER DIMENSIONS (L.XD.XH.) ELECTRICAL PLUMBING GAS NOTES w z z o C-D X w Q � ¢ = J o Y z o o = o cD N z o BTU 1 X 1 HOT WATER TANK RHEEM 75 GALLON #XG75T06ST76UO 1/2" 1/2" 1 1/2" 75000 2 X 1 MOP SINK ADVANCE TABCO #9-OP-20 (21 X25 X10) 1/2 1/2 1 1/2 DIRECT 3 X 3 REACH -IN COOLER AVANTCO #178A35RHC (39.5"X29.5"X82.5") SCHIER #GB2 4.3 1/4 115 4 X 1 GREASE INTERCEPTOR 5 X 1 3 COMP. SINK REGENCY #60OS3182418XLFT 1/2" 1/2" 1 1/2" DIRECT CONNECT 6 X 1 DISH WASHER AUTO-CHLOR A4WATERSAVER 1/2" 1 1/2" INDIRECT 7 X 1 CLEAN TABLE CDTL-24-16/4 REGENCY #600S1181818XLFT INDIRECT 8 X 1 1 COMP. SINK (VEG.) 1/2" 1/2" 31/2" 9 X 1 1 COMP. SINK (MEAT) HAND SINK WORK TABLE REGENCY #60OS1181818XRT EMPURA E-HSI5SPWF(15"WX15.75"DX13"H) REGENCY #600T2424S (24"X24") 1/2" 1/2" 31/2" 1 1/2" DIRECT INDIRECT 10 X 2 1/2" 1/2" 11 X 1 12 X 1 RICE COOKER TOWN FOOD SERVICE #RM-55N-R 34,600 13 X 2 DRY STORAGE ULINE WIRE SHELVING 60"X14"X54" 14 X 1 WORK TABLE REGENCY #60OT246OG 15 X 1 MICROWAVE SOLWAVE #180MWASS022 (13"x9 7/8") 2,200 240 16 X 1 SANDWICH COOLER AVANTCO #178APT48MHC (46 3/4"x35"X45 7/8") 7.8 1/4 115 17 X 1 DEEP FRYER AMERICAN RANGE AF-45 120,000 18 X 1 WOK #351 CPGWOKNG (18"WX20.5"DX30.7"H) 95,000 19 X 2 STOCK POT AMERICAN RANGE ARSP-18 (18"X21 "X24") 26.37 90,000 20 X 1 NOODLE STEAMER GREAT SUN CUSTOM IS CHANGE 55 X42 21 X 1 HOOD BY OTHER 22 X 1 DELIVERY STATION WORK TABLE REGENCY #60OT1848G BY OTHER 23 X 1 P.O.S 24 X 1 HAND SINK EAGLE GROUP #WS14-15 38.7 1 208 1/2" 1/2" 1 1/2" INDIRECT 25 X 1 TEA HOTPOT TBS-2121XTS INDIRECT 26 X 1 UNDER COOLER BEVERAGE AIR #BB36HC-1-G-B 1/4 1742 27 X 1 ICE MAKER SCOTSMAN #UN324A-1 9.5 115 1/2" 1 1/2" INDIRECT 28 X 1 EMPLOYEE LOCKERS ULINE H-6745GR 6 LOCKERSI2" X 18" X 72" 0 416342 B ADA COUNTER DETAIL SCALE: N.T.S. PLUMBING NOTE: PLEASE NOTE THAT THE FOLLOWING FIXTURES MUST DISCHARGE INTO THE GREASE INTERCEPTOR KITCHEN FLOOR DRAINS 3 COMPARTMENT SINK MOP SINK DUMP SINK - MEAT SINK ROOM FINISH SCHEDULE # 1 ROOM WALL CEILING T-BAR CEILING FLOOR WOOD LAMINATE FLOOR COVED BASE 4" TILE BASE COUNTER STAINLESS MAIN DINNING AREA GYPSUM WALLBOARD/PAINT 2 PREP AREA/KITCHEN WATER RESISTANT GWB BEHIND PLUMBING FIXTURES 8' FRP AROUND WALLS TYP. T-BAR CEILING NON -SLIP CERAMIC TILE WOOD LAMINATE FLOOR 6" TILE BASE STAINLESS 3 BAR AREA GYPSUM WALLBOARD/PAINT T-BAR CEILING 4" TILE BASE STAINLESS 4 RESTROOM WALL TILE DAY WALL CEILING CERAMIC TILE 4" RUBBER BASE GRANITE DOOR SCHEDULE DR# WIDT HT. THK. DOOR MAT/FIN. TOYPE REMARKS HARDWARE GROUP KEY NOTES 001 3-0" 8'-0" 1-3 4 11 ALUM. FRAME/W GLAZING * (EXISTING) EXTERIOR DOOR; MAIN ENTRANCE 1, 3, 5, 9, 11, 12,13 002 3'-0" 6'-8" 1-3/4" KITCHEN STAINLESS STEEL B (NEW) INTERIOR DOOR POSTED KITCHEN 9, 10, 12, 14 003 3-0" 6'-8" 1-3/4 SOLID CORE WOOD C (NEW) INTERIOR DOOR POSTED MEN'S RESTROOM 6, 10, 14 004 3'-0" 6'-8" 1-3/4 SOLID CORE WOOD C (NEW) INTERIOR DOOR POSTED WOMEN'S RESTROOM 6, 10, 14 * THIS DOOR SHALL HAVE A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." 1) ALL DOORS REQUIRED FOR ADA COMPLIANCE TO BE FITTED W/ APPROVED LEVER -TYPE HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 2) MAX.1/2" THRESHOLD A.F.F. HARDWARE GROUP KEY NOTES 1. PANIC HARDWARE 5. COMMERCIAL UNLOCKED INDICATOR 10. KICK PLATE 2. PUSH BAR 6. PRIVACY, LEVER OPERATED HARDWARE 11. WEATHER STRIP 3. EXTERIOR PULL HANDLE 7. KEYED LOCKSET (SECURITY) 12. THRESHOLD 4. INTERIOR PULL HANDLE AND PUSH PLATE 8. RIM CYLINDER LOCK 13. TOP & BOTTOM PIVOT 9. CLOSER 14. HINGE DOOR NOTES 1. FINISH ALL WOOD DOOR/ WITH CLEAR COAT SUITABLE FOR EXTERIOR USE 2. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPENABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR OR PUSH/PULL HARDWARE. 3. EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 15 LBF. 5. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT 6. BOTH SIDES OF DOORS SHALL BE FINISHED THE SAME, UNLESS OTHERWISE NOTED 7. ALL LEGAL EXITS SHALL BE PROVIDED WITH SELF-ILLUM EXIT SIGNS HAVING 6" LETTERS WITH 3/4" STROKES IN CONTRASTING COLORS. 8. HARDWARE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER HARDWARE INCLUDING BACKSETS, STRIKES, ETC. 9. THE OPENING FORCE FOR ACCESSIBLE EXTERIOR DOORS SHALL NOT EXCEED 81/2 POUNDS FORCE. @FAIV D E S I G N S T U D I O 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: E192 y EGISTEREQ AACHITEGr THAN SUTAN STATE ❑F WASHiHGTOH PROJECT TITLE: HARVEST WONTON NOODLE 22931 HWY 99 EDMONDS, WA 98026 SHEET TITLE: EXISTING & DEMOLITION PLAN FLOOR PLAN REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 06/02/2021 RESUB SHEET# Jun 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES AlDEPARTMENT COUNTER HEIGHT �- 21 S Q. FT./ 7 NET 7 M = 7 3 OCC. ' W LO 7:7_� ■ W� ■ � Z N cn 0 L L1 C.� ■ 001 Z ■`� W ■ Z ■-_ co COUNTER HEIGHT V ■ ■ � 21 SQ.FT./ 7 NET c3 ■ ■ z `) ■ = N = 3 OCC. co ■ y� E 25 T 42"X30" I N ��I� 42"X30" OT ou A E t O .FT. — CC. ■ ' 212 S T ND ESTTTTTTT i0 n *Q.FT./'G OS 4 SO. F G ■ /100 GROW • -- -- . 28 SEATS = 1 oc� _ - °-- -- = 1 occ,- ■ r--------- ------- ----- ------- �- BUSINESS �...... . F ......DELIVERY CABINET 9'X1'o RE' _AREA .. 66 SQ.FT./ 100 GROSS co ILL m 0 SQ. T./ o ® GROS STATION 111 " __ = 1 OCC. �+ ■ .. -------- REACH IN 3� FREEZER 55"X42" 21 1(1 ■ ■ 54"X27" H . 42"X30" OCCUPANCY PLAN SCALE: 1/4" = V-0" FRAMING PLAN SCALE: 114" = V-0" ,i iron 0I ISINK ( HWT 5 7 CLEAN 1 DISH ,N, WASHER Uj w a ww < U CD Z Ilk v i v r v v v r r J (WFS = 7- zTI U W J J LJJ z NEW CERAMIC TILE FLOORING 12" X 24" 47 SQ.FT L TI CERAMIC TILE FLOORING 12" X 24" 47 SQ.FT NEW MEN'S RESTROOM NEW WOMEWS RESTROOM - _, �`�� U `_ NEW CERAMIC TILE TIL FLOORING 12" X 24" 354 SQ.FT. Cam' FS QN)FD QN)FID °O T m NEW PORCELAIN TILE FLOORING 8" X 48" 528 SQ.FT. 17'-7" 9'-5" 25' FLOOR FINISHING PLAN SCALE: 1/4" = V-0" EXISTING ROOF STRUCTURE CONT. 20 GA. TOP TRACK TYP. INTERIOR WALL ASSEMBLY: 4" METAL STUDS @ 16" O.C. WITH 5/8" TYPE X GYP. BD. ON BOTH SIDES - TAPED, SANDED SMOOTH, PAINT SANDED SMOOTH, PAINT GRADE FINISH (TYP.) FLOOR TRACK TO BE ANCHORED TO EXISTING CONC. SLAB W/ POWER DRIVEN FASTENERS AT 16" O.C. (TYP.) COVE BASE 1 EXISTING DEMISING WALL ATTACH TO EXISTING BUILDING STRUCTURE TO MATCH EXISTING. MIN.(3)#8 METAL SCREW (TYP.) @ 16" O.C. MOISTURE RESISTANT 5/8" GREEN BOARD E/S AT WET AND MOISTURE AREAS EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED SCALE N.T.S. EXISTING ROOF STRUCTURE ATTACH TO EXISTIN BUILDING STRUCTURE CONT. 20 GA. TOP TRTO MATCH EXISTING. MIN.(3)#8 METAL EXISTING WALL SCREW (TYP.) @ 16" O.C. TYP. INTERIOR WALL T-BAR CEILING,, ASSEMBLY: 4" OR 6" METAL MOISTURE RESISTANT 5/8" STUDS @ 16" O.C. WITH 5/8" GREEN BOARD E/S AT WET TYPE X GYP. BD. ON ONE SIDES AND MOISTURE AREAS - TAPED, SANDED SMOOTH, PAINT GRADE FINISH (TYP.) 0 COVE BASE FLOOR TRACK TO BE ANCHORED TO EXISTING CONC. FLOOR EXISTING CONC. SLAB W/ POWER SLAB DRIVEN FASTENERS AT 16" O.C. (TYP.) FINISH FLOOR AS - SPECIFIED 2 TYP. INTERIOR FURRED OUT WALL SCALE: N.T.S. GWB OR FINISH MATERIAL PER PLAN ACOUSTICAL INSULATION WHERE NDICATED ON PLANS 3AMSET SHOT PINS @ 2'-0" O.C. (1.125" DEEP DENETRATION, MIN. SHANK DIAMETER TO BE 0.140' TYP. 3ASE PER PLAN 25 GAUGE UNPUNCHED CONTINUOUS TRACK SEAL CERAMIC FLOOR B I COVED BASE FRAMING LEGEND: (E) EXISTING FS FLOOR SINK (N) NEW @(N)FD FLOOR DRAIN EXISTING DEMISING WALL DETAIL 1 NEW INTERIOR FURRED OUT WALL DETAIL 2 4" MTL. STUD 20GA. 1611 O.C. w.1 W/8 TYPE "X" GWB ONE SIDE NEW INTERIOR PARTITION WALL DETAIL 3 4" MTL. STUD 20GA. 1611 O.C. W.2 W/8 TYPE IIXII GWB BOTH SIDE NEW SHORT WALL (HEIGHT PER PLAN) DETAIL 4 4" MTL. STUD 20GA. 161, O.C. W.3 W/$ TYPE "X" GWB BOTH SIDE HARVEST WONTON SCALE: N.T.S. EXISTING ROOF STRUCTURE AV ATTACH TO EXISTING BUILDING CONT. 20 GA. TOP TRACK o STRUCTURE TO MATCH EXISTING. SUSPENDED T-BAR CEILING MIN.(3)#8 METAL SCREW (TYP.) WHERE OCCURS. @ 16" O.C. SEE REFLECTED CEILING PLAN. TYP. INTERIOR WALL ASSEMBLY: 4" METAL STUDS @ 16" O.C. WITH 5/8" TYPE X GYP. BD. ON BOTH SIDES - TAPED, SANDED SMOOTH, PAINT GRADE FINISH (TYP.) BOTTOM 20GA. TRACK ANCHORED (TYP.) FASTEN BOLT OF STUDS TO FRAM'S. BEL W/ 2-# 10GA."HILTI" .145 SHOT PINS, @16"O.C. TYP. RUBBER COVE BASE FLOOR TRACK TO BE ANCHORED TO 4,< < a POWER DRIVEN FASTENERS AT 16" O.C.(TYP.) EXISTING CONC. SLAB WITH PROVIDE 450 DIAG. BRACING @ THE TOP MAX. 8'-0" O.C. MOISTURE RESISTANT Y8" GREEN BOARD E/S AT WET AND MOISTURE AREAS EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED 3 TYP. NEW INTERIOR PARTITION WALL TYP. INTERIOR WALL ASSEMBLY: 4" OR 6" METAL STUDS @ 16" O.C. WITH 5/8" TYPE X GYP. BD. ON BOTH SIDES - TAPED, SANDED SMOOTH, PAINT GRADE FINISH (TYP.) FLOOR TRACK TO BE ANCHORED TO EXISTING CONC. SLAB W/ POWER DRIVEN FASTENERS AT 16" O.C. (TYP.) RUBBER COVE BASE 4 NEW SHORT WALL FINISH LEGEND NEW CERAMIC TILE FLOORING 12" X 24" TIL HIMALAYAN GRAY 12X24" MATTE PORCELAIN EDG NEW TRANSITION EDGING TRIM LA EXISTING LAMINATE FLOORING GL EXISTING GLASS USG MOISTURE RESISTANT DRYWALL USG SHEETROCK MOLD TOUGH PT NEW PAINT FRP FRP STABILIT PLASTIC COMPOSITE SIDING PANEL POLYESTER RESIN 8' X 4' 32 SQ FT B1 BASEBOARD FLEXCO 4" BLACK DAHLIA VINYL FLOOR BASE SS STAINLESS STEEL WALL COVERING TABLE 508.4 REQUIRED SEPARATI0N OF OCCUPANCIES IF CURS) SCALE: N.T.S. MOISTURE RESISTANT 58" GREEN BOARD E/S AT WET AND MOISTURE AREAS EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED OCCUPANCY A. E 1.1 a, 1-3,1-4 1-2 Re F-2. S-2", U Be, F-1, M, S-1 H-1 H -2 H-3, H 4 H 5 S NS S NS S NS S NS S NS S NS S NS S NS S INS S NS A. E N N 1 2 2 NP 1 2 N 1 2 NP NIP 3 4 2 3 2 NIP NE N 2 NP 1 NP 1 2 1 2 NIP NP 3 NP 2 NP 2 NP 1-2 — — — — N N 2 NP 2 NP 2 NP NP NP 3 NP 2 NP 2 NP Ra N N 1° 2(; 1 2 NIP NP 3 NP 2 NP 2 NP F-2, Er2e. U — — — — — — — — N N 1 2 NP NIP 3 4 2 3 2 NP Be, E-1, M, 5-1 — — — — — — — — — — N N NP NP 2 3 2 1 NP H-1 — — — — — — — — — — — — N NP NP NP NIP NP NP NP H-2 — — — — — — — — — — — — — — N NIP 1 NP 1 NP H-3. H — — — — — — — — — — — — — — — — 1d NP 1 NP H-5 — — — — — — — — — — — — — — — — — — N NP S = Bukringisequipped throughout vrirh an autanwlic spi nfder system in"ed in accordance wtib SeMm.9113-3.1. t NS = Huitdmgs not equipped 1hraugfmut w t i an automatic sprinlder system irrsladled in accordanca with Section 903.3. t.1 N = No separation requirement. NP = Not permitted. a See section 420. b. The required separation from areas used only for private or ptaasure vehicies stiail he reduced by 1 hex hul not to less than i hour. c. Se Secavn 406.3.4. d. SeparaNan is not required between occupanaes of the same classification e See Sectlon 422.2 for amhularory care facilities. SCALE: N.T.S. FAI D E S I G N S T U D I O 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: E192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON] PROJECT TITLE: HARVEST WONTON NOODLE 22931 HWY 99 EDMONDS, WA 98026 SHEET TITLE: OCCUPANCY PLAN FRAMING PLAN FLOOR FINISHING PLAN REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED DATE: 06/02/2021 RESUB SHEET# Jun 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2 EXISTING CEILING PLAN �7,V SCALE : 1/4" = V-0" Gil all 33'-8" � 20' EGRESS ILLUMINATING LIGHT W/BACK-UP BATTERY, TYP. (N)R \ i (N)R 0 E I CEILING NEW MEN'S (N)DRYWALL CEILING RESTROOM 8' 5" A.F.F. (N) (120CFM) M NEW WOMEN'S (N)DRYWALL CEILING RESTROOM 8' 5" A.F.F. ` (N) h (120CFM) M (N) c (N) ��1 (E)T-BAR 9'-5" A.F.F. (MB� a N)I� ® E ®� EZ I - (N)I� ------_, EGRESS ILLUMI qATING EGRESS (N)`R BATTERY, TYP. (N)R LIGHT W/BACK- BATTERY, TYP. P i WALL SWITCH /0 CUPANCY MOTION SENSOR (-14,48") USE FULL AUTOMATIC -ON CONTROLS (N) (E)T-BAR CEILING 9'-5" A.F.F. 1 *7 ' t LIGHT W/BACK-UP BAIIEKY,TYP. LJ (E % ® ' N)Rr�_ (N) T - (E)T- 9' AR CEILING 5" A.F.F. 1111111IM111 17_� EGRESS ILLUMINATING LIGHT W/BACK-UP BATTERY, TYP. NEW CEILING SCALE : 1/4" = 14" PLAN EGRESS ILLUMINATING LIGHT W/BACK-UP BATTERY, TYP. LIGHTING FIXTURE SCHEDULE SYM. MANUFACTURE WATT SYMBOL FIXTURE QTY. LAMP NO MODEL N0. S EXIT LIGHT CO. ULTRA BATTERY EXIT (N)E1 EXIT LIGHT 1 BRIGHT EXIT LED LIGHT 5 BACKUP COMBO #COMBOLP-R (N) E2 EMERGENCY LIGHT 8 EXIT LIGHT CO. #EL-XD 5 BATTERY WHITE BACKUP (N)LT1 FLUORESCENT FIXTURE 4 AMERICAN 32 FLUORESCENT (N)RECESSED LIGHT FLUORESCENT 6 " COMMERCIAL ELECTRIC #1003 456 565 12 LED (N)I (N)R 15 101) DIF (E) HVAC DIFFUSER 4 0 AN) DIF (N) HVAC DIFFUSER 3 0 WALL SWITCH (+48") M WALL SWITCH W/OCCUPANCY MOTION SENSOR (+48") USE FULL AUTOMATIC ON CONTROLS IN RESTROOMS & OFFICE. D WALL SWITCH WITH DIMMER (+4811) T WALL SWITCH WITH TIMER (+4811) DINING: PEOPLE OUTDOOR AIRFLOW RATE IN BREATHING KITCHEN: PEOPLE OUTDOOR AIRFLOW RATE IN BREATHING ZONE, ZONE, RP CFM/PERSON = 7.5 AREA OUTDOOR AIRFLOW RATE IN RP CFM/PERSON = NA AREA OUTDOOR AIRFLOW RATE IN BREATHING ZONE, BREATHING ZONE, RA CFM/SQ.FT A = .18 EXHAUST AIRFLOW RATE CFM/SQ.FT A RA CFM/SQ.FT A = NA EXHAUST AIRFLOW RATE CFM/SQ.FT A =NA =.7 RESTROOM: PEOPLE OUTDOOR AIRFLOW RATE IN BREATHING STORAGE: PEOPLE OUTDOOR AIRFLOW RATE IN BREATHING ZONE, ZONE, RP CFM/PERSON = NA AREA OUTDOOR AIRFLOW RATE IN RP CFM/PERSON = NA AREA OUTDOOR AIRFLOW RATE IN BREATHING ZONE, BREATHING ZONE, RA CFM/SQ.FT A =NA EXHAUST AIRFLOW RATE CFM/SQ.FT A RA CFM/SQ.FT A = .12 EXHAUST AIRFLOW RATE CFM/SQ.FT A = 25/50F = NA EGRESS ILLUMINATING LIGHT W/BACK-UP BATTERY, TYP. 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Project Info Project Title: Harvest Wonton Noodle Date 6/1/2021 Compliance forms do not Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use require a password to Company Name: Company Address: 22931 Hwy 99 Edmonds, WA 98026 use. Instructional and Applicant Name: JUN RYU calculating cells are wrffe- protected. Applicant Phone: 026-200-8668 Applicant Email: Project Description ❑ New Building ❑ Addition Alteration ❑✓ Plans Included include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project El ❑ Refer to Section C502.2.6 for additional requirements. Lighting systems in addition are combined with existing lighting systems to demonstrate compliance ❑ Li Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-1NTSPACE form. For exterior fighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced ❑� ❑ ❑ Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope Less than 50% of existing are replaced ❑ ❑ ❑ of the retrofit project. If project includes a Lamp and/or ballast replacement only — existing total wattage not increased E:]❑ ❑ combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, L TG-INT-SPACE or LTG-EXT form. Less than 50% replaced - Total fighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE orLTG-EXTform. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total Refer to Section C503.6 for additional installed wattage for exterior luminaires. requirements. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be commissioned per C408.3. New wiring installed to serve added fixtures and/or fixtures relocated to new ❑� ❑ ❑ circuit(s) New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured - unchanged or relocated only Li New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting ❑ No changes are being made to the interior or exterior lighting systems and existing space controls per C405.2.5. For exterior fighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. uses and configuration are not Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. changed. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use g p Existing interior lighting systems in areas under -going a change in ace use are upgraded to 9 9 9 Y 9 9 9 p P9 ❑ comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Cade in Proposed Lighting Wattage table in L TG-INT-BLD or L TG-INT-SPACE form. REFLECTED CEILING PLAN NOTES: 6. IN CASE OF POWER FAILURE, THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOT LESS THAN 90 MIN.S AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE 1. RELOCATE ALL EXISTING SWITCHES AFFECTED BY CONSTRUCTION TO A GENERATOR. COMPLY WITH ALL ASPECTS OF CODE FOR INSTALLATION. LOCATION APPROVED BY THE OWNER. 7. PROVIDE 1 HR RATED CEILING IN COOLER AND FREEZER ROOM @ 8'-0" 2. ENSURE INTEGRITY OF CEILING SEPARATION IS MAINTAINED. HEIGHT. 3. LIGHT FIXTURES WITHIN 15'-0" OF STOREFRONT TO BE DAYLIGHT ZONE 8. REMOVE ALL EXISTING CEILING TILES, LIGHTS AND DIFFUSERS. REUSE AUTOMATICALLY CONTROLLED. SEPARATE SWITCHING (INDEPENDENT OF THE EXISTING LIGHTS IF GOOD IN CONDITION AS PER PROPOSED RCP GENERAL AREA LIGHTING) PER WASHINGTON STATE ENERGY CODE SHOWN. EXISTING GRID SYSTEM TO REMAIN, ONLY REMOVE CEILING (WSEC) SECTIONS 201.10 & 1513.3. TILES. 4. CONTRACTOR TO COORDINATE LIGHTING IN FREEZER AND COOLER W/ 9. INSTALL NEW ACOUSTIC CEILING TILES: CORTEGA SECOND LOOK BY FREEZER & COOLER MANUFACTURER. ARMSTRONG 2' X 2' TILES. 5. PROVIDE EMERGENCY LIGHTING ALONG EGRESS PATH/ AISLES TO BE NOT LESS THAN 1 FOOT-CANDLE (11 LUX.) @ THE WALKING SURFACE AT ALL TIMFS_ EMERGENCY LIGHTING I ---EXIT L J 3/4" STROKE HIGH CONTRAST LETTER WIDTH (MIN) BACKGROUND NOTE: 1. SIGN SHALL BE ILLUMINATED INTERNALLY OR EXTERNALLY BY TWO ELECTRIC LAMPS OR BE AN APPROVED SELF -LUMINOUS TYPE. THE LUMINANCE OF THE SIGN SHALL NOT BE LESS THAN 5 FOOT CANDLES FROM EITHER LAMP. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE. 2. CURRENT SUPPLY FOR ONE OF THE LAMPS SHALL BE SUPPLIED BY THE PREMISES WIRING SYSTEM. POWER TO THE OTHER LAMP SHALL BE FROM STORAGE BATTERY OR ON SITE GENERATOR. 3. THE NORMAL POWER SUPPLY SHALL BE AUGMENTED WITH AN EMERBENCY POWER BACK UP SYSTEM WHEN THE OICCUPANT LOAD OF A BUILDING IS OVER A TOTAL OF 100 PERSONS. 4. ALL MEANS OF EGRESS SHALL BE ILLUMINATED TO A MINIMUM OF ONE FOOT CANDLE AT THE FLOOR LEVEL WHEN ANYTIME THE BUILDING IS OCCUPIED. 3 EMERGENCY DETAIL (E)CEILING STRUCTURE ALTERNATE: RUN SAFETY CABLE OUT SIDE STEM AND ATTACH TO CEILING JOIST WITH A LAG SCREW OR CONCRETE SLAP WITH EXPANSION ANCHOR BOLT TO FIXTURE CHECK FOR POTENTIAL IMPACT MXA Revised August 2016 Project Title: Harvest Wonton Noodle Date 6/1/2021 Calculation ❑ O Addition- O Addition For Building Department Use Area NOTE stand alone + existing o Spaces where < 50% of O Spaces where >_ 50% of ❑ luminaires are replaced luminaires are replaced LPA Standard O Additional Efficiency Package Option 0 Calculation C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Type Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 Location (plan #, Ceiling Gross Interior Allowed Watts Allowed room #) Space Type Height NOTE 2 Area in ft2 Watts per ft2 (watts/ft2 x area) 1 Dining area: Bar/I oun gell ei sure dining 520 0.860 447 2 Restroom: all other 100 0.700 78 3 Food preparation 356 0.790 281 Total Area 976 Retail Display Allowance from LTG-INT-DISPLAY Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NOTE 8� Allowed Watts 807 Proposed Lighting Wattage "u't' Location (plan #, room #) Fixture Description NOTE 4, 5, 6 Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed LT1 : FLUORESCENT FIXTURE 4 32 128 R : Recessed light 15 12 180 EMERGENCY LIGHT 6 5 40 EXIT LIGHT 1 5 5 Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 353 Interior Lighting Power Allowance COMPLIES Note 1- List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voffage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Ail/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided 3/8"-7x 1-1/2" GRADE A ZINC FINISH HEX HEAD LAG SCREW TO CEILING STRUCTURAL #9 GAUGE WIRE SUPPORT MINIMUM OR SLACK SAFETY CABLE HOLLOW FIXTURE PIPING (DO NOT USE RIGID CONDUIT FOR ATTACHMENT) #9 GAUGE HANGER, MINIMU IF SWING OF FIXTURE CAN CAUSE CONTACT WITH OTHER ITEMS, PROVIDE DIAGONAL WIRES OR BRACING TO RESTRAIN MOVEMENT PLAN VIEW 1 PENDANT LIGHT FIXTURE EYEBOLT (SEE BEL PENDANT LIGHT FIXTURE EYEBOLT TO HOUSING TURNS IN 1 /2", TYPICAL SCALE N.T.S. 3/8"-7 X 1-1/2" GRADE A ZINC FINISHHEX HEAD LAG SCREW WITH TIE -WIRE HEAD OR SEE FIGURE ATTACHMENT TO STRUCTURE #10 SELF TAPPING SCREW (POSITVE ATTACHMENT TO CEILING FRID TO RESIST 100% WEGHT IN ANY DIRECTION; PROVIDE 2 EACH SIDE) GYP. CEILING CEILING CHANNEL (MAIN RUNNER OR SUPPLEMENTARY FRAMING SUPPORTED BY MAIN RUNNERS LOCATED WITHIN 8" EACH SIDE OF 2 SLACK #12 SAFETY WIRES AT DIAGONALLY OPPOSITE CORNERS OR 4 TAUT WIRES 8" 0 THREADED EYEHOOK ALTERNATIVELY, CONNECT WIRE TO HANGER TAB INTEGRAL WITH HOUSING LIGHT FIXTURE 2 FLUORESCENT LIGHT FIXTURE SCALE: IN SUSPENDED CEILING N.T.S. 12 GA. MIN. HANGER WIRE @48" STEEL STUD COMPRESSION NOTE: LIGHTS & MECH. STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP O.C. MAX. & W/1 8" OF CEILING POST OR ROD, OR OMIT GRILLS SHALL BE PERIMETER COMPONENTS FROM SPREADING APART. OR WALL DISCONTINUITY; PER NWCB SUSPENDED CEILINGS 401 MECH. FASTENED TO PROVIDE ADUL WIRE W/1 3" OF GRID. (MAY BE SLACK). SECTION EA. CORNER OF EA. FIXTURE. NOTCH AS REQ'D FOR PROVIDE (2) ADUL WIRES TO CEILING PANEL 1. SUSPENDED CEILNG PERIMETER WIRE OPPOSITE CORNERS OF FIXTURE SHALL BE DESIGNED TO MEET ±101FROM VERTICAL SECTION RUNNER; 12 GA. MPx THE FORCE LEVEL AS PER WIRE TYP. 13.5.6.1 AND THE REQUIREMENTS #12 HANGER WIRE ANCHORED TO i FOR SDC "D" AS PER 13.5.6.2.2. STRUCTURE ABOVE OR TO THE PARALLEL TO MAIN WALL ABOVE THE CEILING 45 AX.,TYP. (THE REQUIRED 2" PERIMETER ISOMETRIC VIEW CLOSURE ANGLE) y�'4iZ. 45 MAX.,TYP. GA. HANGER WIRE ATTACH TO WALL PAR LER TO CROSS ANGLE@ TEE, ANCHORED TO TWO ADJACENT SIDES STABILIZER BAR, OR OTHER SUITABLE 2x C MAIN RUNNER MAX. 8" SYSTEM, TO KEEP PERIMETER 2X2 ANGLE MOLDING COMPONENTS FROM SPREADING APART. �P NOTE: MIN 2"k\ STRUCTURE ANALYSIS OF ATTACH GRID BRACING ASSEMBLY SUSPENDED CEILING IS @12' O.C. MAX. START FIELD 4'-0" HEAVY DUTY MAIN TEE &CROSS TEES O o DEFERRED SUBMITTAL FROM PERIMETER DEMISING WALL SIDE VIEW @ WALL 4 CEILING GRID DETAIL SCALE: N.T.S. D E S I G N S T U D I O 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: E192 REGISTERED ARCHITECT THAN SUTAN STATE ❑F WASHiHGTC3H PROJECT TITLE: HARVEST WONTON NOODLE 22931 HWY 99 EDMONDS, WA 98026 SHEET TITLE: EXISTING CEILING PLAN NEW CEILING PLAN REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 06/02/2021 RESUB SHEET# Jun 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES A3 DEPARTMENT NWCB Technical Document NOTE: STRUT AND/OR BRACING SHALL NOT ATTACH Suspension Systems for Acoustical Lay -in Ceilings General Recommendations DIRECTLY TO THE UNDERSIDE OF DECK. 401 • Referenced sources per hierarchy: 2015 International Building Code (IBC), American Society of Civil Engineers (ASCE 7-10), American Society of Testing Materials (ASTM C 635, ASTM C 636, ASTM E 580/E 580M), and Ceilings and Interior Systems Construction Association (CISCA). Seismic Design Categories D, E & F • Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the This document has been revised based on current Building Code standards. In all structure. Bracing shall be independent of the ceiling splay bracing system. Source: ASCE 7-10 Section 13.5.8.1 buildings, other than structures classified as essential facilities, suspended ceilings • For further information on bracing of non -load bearing partitions refer to NWCB Technical Document #200-501. installed in accordance with the prescriptive provisions of the 401 document are All main beams are to be Heavy Duty (HD). Source: ASTM E580 Section 5.1.1 deemed to comply with the current building code interpretation. This document provides • Ceilings less than or equal to 144 ft2 and surrounded by walls connected to the structure above are exempt from the IBC-2015 referenced standards for the installation of suspension systems for the seismic design requirements. Source ASTM E580 Section 1.4 acoustical lay -in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This document is designed to accomplish the • These recommendations are intended for suspended ceilings and related intent of the International Building Code (IBC) with regard to the requirements for components in areas that require resistance to the effects of earthquake motions. seismic design category D, E and F for suspended ceilings and related items. Unless Source: ASTM E580 Section 3.2 supported by engineering, the suspension system shall be installed per these m ximum 3" requirements and those of the referenced documents. Manufacturers' recommendations • All wire ties are to be three tight turns around itself within three inches. Twelve gage (76mm) should be followed where applicable. Hanger wire spaced 4 foot on center (figure 1). Source: ASTM C636 Section 2.3.4 anges in ceiling planes will require positive bracing. Source: ASTM E580 Section 5.2.8.E figure 2 Lateral force Bracing �51 or less 451 or less Cross tee 451 or less `4� -1--l-�_ �451 or less Main beam 12 gage splayed brace wires r figure 1 figure 3 Maximum Recommended Lengths for Vertical Struts EMT CONDUIT '/2" EMT conduit up to 5' 10" 3/4" EMT conduit up to 7' 8" 1" EMT conduit up to 9' 9" METAL STUDS Single 15/8" metal stud (20 gage) up to 12' 0" Back-to-back 15/8" metal stud (20 gage) up to 15' 0" Single 2'/2" metal stud (20 gage) up to 13' 6" Back-to-back 2 '/2" metal stud (25 gage) up to 15' 0" Spreader Bars (figure 4 b) Source: Portland Building Department Note: Plenum areas greater than 15' 0" will require engineering calculations. • Terminal ends of main runners and cross members shall be tied together or have some other approved means to prevent their spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8 in. of each wall. Source: ASTM E580 Section 5.2.4 • Spreader bars are not required at perimeters where runners are Hanger (Suspension) Wires (figures 5a and 5b) attached directly to closure angles. • Spreader bars are not required if a 90 degree intersecting cross • or main is within 8 inches of the perimeter wall. • Where substantiating documentation has been provided to • the local jurisdiction, perimeter clips may be used to satisfy the requirements for spreader bars. Source: State of Oregon, Building Codes Division figure 5a plumb 1/6 o\ minimum \ minimum 450 angle 451 angle maximum 8" figure 6a VA figure 5b • Countersloping Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a) counter sloping wires are provided (figure 5b). Source: ASTM C636 Section 2.1.4 Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. Source: ASTM C636 Section 2.1 Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds. Source: CISCA zones 3-4 Powder Actuated Fasteners (PAFs) are an approved method of attachment for hanger wires. Source: State of Oregon, Building Codes Division Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire (see figure 4 & 5 a). Source: ASTM E580 Section 5.2.6 Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be sized to resist the dead load and lateral forces appropriate for the seismic category. Source: ASTM E580 Section 5.2.7.4 Electrical fixtures Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure above. This wire Vertical hanger wire attachment may be slack. Source: ASTM E580 Section 5.3.4 figure 6b 0 Light fixtures weighing more than 10 pounds and less than 56 lbs. shall Shot -in anchor 13/4" Splayed seismic bracing wire attachment have two 12 gage wires attached at opposing corners of the light fixture to Structural concrete I F 7 the structure above. These wires may be slack. Source: ASTM E580 Section 5.3.5 5/8 drill -in expansion anchor Light Fixtures weighing more than 56 lbs. shall be supported directly Gelling clip max. from the structure above by approved hangers. Source: ASTM E580 Section 5.3.6 Structural concrete 1 �450 • Pendant mounted fixtures shall be directly supported orted from the structure 3 turns Steel strap 1" wide x 2" long x above using a 9 gage wire or an approved alternate support without 12 gage minimum using the ceiling suspension system for direct support. Source: ASTM E580 Vertical hanger wire 3 turns Section 5.3.7 Splayed seismic bracing wire • Tandem fixtures may utilize common wires. figure 4a Attached Wall Molding Requirements maximu 2 mm) WALL 0\ minimum Q 2" (50 mm) / 0-0 �0. figure 4b Unattached Wall Molding Requirements �4m 8,.�202 WALL O 0 Speader bar or 0 other suitable system required to keep perimeter compents from minimum 3/4" (19 mm) spreading apart minimum at unattached walls 2" (50 mm) / 0-0 �0. Mechanical Services • Terminals or services weighing less than 20 lbs. shall be positively attached to the ceiling suspension main runners or to cross runners that have the same carrying capacity as the main runners. Source: ASTM E580 Section 5.4.1 figure 7 minimum u mivei • Terminals or services weighing 20 lbs. but not more than 56 lbs. shall have, in addition to 5.4.1, two 12 gag wires connecting them to the ceiling system hangers or the structure above. These wires may be slack. Source: ASTM E580 Section 5.4.2 • Terminals or services weighing more than 56 lbs. shall be supported directly from the structure above by approved hangers. Source: ASTM E580 Section 5.4.3 Seismic Separation Joints (figure 7) • For ceiling areas exceeding 2,500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system, closure angles and penetrations to provide sufficient clearance. Source: ASCE 7-10 Section 13.5.6.2.2 b Lateral Force Bracing (figures 2 and 3) • Ceilings constructed of screw -or -nail -attached gypsum board on one level that are surrounded by and connected to walls or soffits that are laterally braced to the structure above are exempt from seismic design requirements. Source: ASCE 7-10 Section 13.5.6.2.2 Exception 2, ASTM E580 Section 1.7 • Ceiling areas of 1000 ft2 or less shall be exempt from later force bracing requirements. Source: ASTM E580 Section 1.6 • Lateral force bracing is the use of vertical struts (compression posts) and splay wires (see figure 2). • Lateral Force Bracing shall be 12 feet on center (maximum) and begin no farther than 6 feet from walls. Source: ASTM E580 Section 5.2.8.2 • Seismic splay wires are to be four 12 gage wires attached to the main beam. Wires are arrayed 90' from each other and at an angle not exceeding 450 from the plane of the ceiling. Source: ASTM E580 Section 5.2.8.2 • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, with a safety factor of 2, whichever is greater (figure 6b). Source: CISCA zones 3-4 • Power Actuated Fasteners (PAF's), when used for seismic application as part of the prescriptive path in Seismic Design Categories D, E and F, shall have an ICC-ES approval for seismic applications and shall require "special inspection" irrespective of the type of occupancy category the structure is in. PAF anchors for kicker wires (splayed wires installed for purposes other than seismic restraint) are exempt from this requirement. Source: State of Oregon, Building Codes Division • Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. Source: ASTM E580 Section 5.2.8.2 • Rigid bracing may be used in lieu of splay wires. Source: ASTM E580 Section 5.2.8.4 • Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. Source: Portland Building Department • Vertical struts must be positively attached to the suspension systems and the structure above. Source: ASTM E580 Section 5.2.8.2 • The vertical strut may be EMT conduit, metal studs or a proprietary compression post (see figure 3). Wall Moldings (figures 4a and 4b) • Wall moldings (perimeter closure angles) are required to have a horizontal flange 2 inches wide. One end of the ceiling grid shall be attached to the wall molding, the other end shall have a 3/4 inch clearance from the wall and free to slide. Source: ASTM E580 Section 5.2.2, Section 5.2.3 • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for the 2-inch closure angle. Source: State of Oregon, Building Codes Division • The grid shall be attached at two adjacent walls (pop rivets or approved method). Soffits extending to a point at least level with the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be equivalent to walls. Source: State of Oregon, Building Codes Division, ASTM E580 Section 5.2.3, Section 5.2.9.1 • The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans. If a seismic separation joint is required by the designer, the designer may use the generic joint detailed in this document or a proprietary joint. The amount of free movement (gap design) shall be a minimum of 3/4 inch. Source: State of Oregon, Building Codes Division • In lieu of seismic separation joints, the ceiling may be divided into areas less than 2500 square feet by the use e of partitions or soffits as follows: partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above. Soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and laterally braced to the structure above. Source: State of Oregon Building Codes Division, ASTM E580 Section 5.2.9.1 Sprinklers • For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 inch oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at least 1 inch in all horizontal directions. Flexible head design that can accommodate 1 inch free movement shall be permitted as an alternate. Source: ASTM E580 Section 5.2.8.5 FAIV D E S I G N S T U D I O 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192y EGISTEREQ AACR1TEGr S7AiE ❑F WASHiiHGTC3H PROJECT TITLE: HARVEST WONTON NOODLE 22931 HWY 99 EDMONDS, WA 98026 SHEET TITLE: ACOUSTICAL LAY -IN CEILING DETAIL REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 06/02/2021 RESUB SHEET# Jun 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES A3DEPARTMENT ■ Uj POWER FOR E&RIOR SIGNAGE (FIELD VERIFRY) f— + 1 Z SIG W Z a OUTLET PLAN SCALE: 1/4" = V-0" 1 1 u 11 All 2I r1i r" r'l i III KITCHEN EQUIPMENT ELECTRICAL CONNECTION SCHEDULE ITEM DESCRIPTION LOCATION VOLTS PHASE HP KW MIN. CIRCUIT DISC. SWITCH FUSES MAGNETIC STARTER FEEDER CIRCUIT NUMBER NOTE AMPS 3 REACH -IN COOLER KITCHEN 115 1 1/4 0.23 1.90 A-9 6 DISH WASHER KITCHEN 120 1 - 1.55 12.90 A-2 K 12 RICE COOKER KITCHEN 120 1 - 1.55 12.90 1O A-2 O K 15 MICROWAVE KITCHEN 115 1 1/3 0.35 3.00 A-8 K 16 SANDWICH COOLER KITCHEN 115 1 1/3 0.35 3.00 1O A-8 O K 25 TEA HOT POT SERVICE 120 1 - 1.45 12.00 1O A-19,21 O2 K 27 ICE MAKER SERVICE 115 1 8.80 11.90 B-1,3,5,7,9 KITCHEN EQUIPMENT CONNECTION SCHEDULES NOTES: O PROVIDE 20 A MOTOR RATED TOGGLE SWITCH. 2O QUANTITY OF TWO (2). 30 QUANTITY OF THREE (3). PROJECT INFO: ELECTRICAL / PHONE / DATA NOTES: COORDINATE PHONE/DATA INSTALLATION WITH APPROPRIATE SUB -CONTRACTOR., TENANT, & BUILDING MANAGER PRIOR TO CONSTRUCTION. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST WALL STUD. CENTER ALL NEW WALL MOUNTED OUTLETS/RECEPTACLES AT +18" A.F.F., U.O.N. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), SPACE NO MORE THAN 2" APART. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS B/S IS DIFFERENT, MATCH B/S OR VERIFY W/ BUILDING MANAGER. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED AND CHANGES MADE BASED ON THE EXISTING CONDITIONS ABOVE THE CEILING OR IN THE WALLS. NOTIFY ARCHITECT FOR ANY SIGNIFICANT CHANGE. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQ. WITH TENANT. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED BY BLD. APPROVED ULTRASOUND OR X-RAY VIEWING PRIOR TO DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. CONTRACTOR SHALL OBTAIN APPROVAL FROM BUILDING MGR. FOR ALL THERMOSTAT LOCATIONS. ELECTRICAL/PHONE/DATA LEGEND (NEW SHOWN ONLY)COORDINATE PHONE/DATA INSTALLATION -a WALL MOUNTED DUPLEX RECEPTICAL OUTLET ® FLOOR MOUNTED DUPLEX RECEPTICAL OUTLET WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET 4�r WALL MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A -=I- WALL MOUNTED 220 V RECEPTICAL OUTLET +60 HEIGHT ABOVE THE FINISHED FLOOR (VERIFY W/ PROJECT MANAGER) N NEW GFI GROUND FAULT INTERRUPTER ELECTRICAL/PHONE/DATA PLAN PROVIDED BY THE DESIGNER. THIS DESIGN SHOWS NEW PROPOSED LOCATIONS DESIGNED FOR INFORMATION AND POTENTIAL BIDDING ONLY. ALL FINAL LOCATIONS TO BE APPROVED BY TENANT, THE BUILDING PROJECT MANAGER AND THE DESIGNATED CONTRACTOR PRIOR TO INSTALLATION. THE ARCHITECT IS NOT RESPONSIBLE FOR THIS DESIGN OR THIS SEPARATE PERMIT. CONTRACTOR TO DETERMINE, IF OUTLET LOCATIONS CAN BE REUSED AND TO REMOVE ANY OUTLETS NOT USED WITH APPROVAL OF THE BUILDING OWNER OR PROJECT MANAGER. KEY NOTES: ELECTRICAL / DATA / PHONE ALL WALL MOUNTED ELECTRICAL FOR CHAIRS IS GFI PER MGF. REQ .AND 1 SET ABOVE PLUMBING CHASE COVER FOR ACCESS. VERIFY ALL MGF REQ. FOR ALL EQUIPMENT USED IN THIS LAYOUT. NOTE: LANDLORD SHALL PROVIDED TWO (2) 100 SERVICE PANELS AT 120/208V 3PHASE EACH. FIRE ALARM PULL STATION (TO MECHANISM) I i DOOR OPENING LIGHT SWITCH I DUPLEX RECEPTACLE TELEPHONE/DATA OUTLET I �d TELEVISION OUTLET I fi Ti FLOOR I Al ADA ACCESSIBLE ELEVATION DETAIL @FAI D E S I G N S T U D I O 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: E192 REGISTERED ARCHITECT iFiAN SUTAN qEiilWASHIHGTC3H PROJECT TITLE: HARVEST WONTON NOODLE 22931 HWY 99 EDMONDS, WA 98026 SHEET TITLE: OUTLET PLAN REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 06/02/2021 RESUB SHEET# Jun 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES A4DEPARTMENT ROOF DECK T T _1 II � O N E CLASS I HOOD 10-0I 0 5S Ed 17 ® ® CD 0 FRYER 20 ®® 18 �/--' OODLE STEAMER 55X34" 04 01 10'-511 ELEVATION - A SCALE: 3/8" = V-0" ROOF DECK 14'-1" A.F.F. JOISTS CEILING 11'-0" A.F.F. T-BAR CEILING 9'-5" A.F.F. FLOOR FINISH 0'-0" A. F.F. ROOF DECK 14'-1" A.F.F. ELEVATION - C SCALE: 3/8" = V-0" ROOF DECK 14'-1" A.F.F. Y 14'-1" A.F.F. JOISTS CEILING T-BAR CEILING 9'-5" A. F. F. Ln FLOOR FINISH 0'-0" A. F.F. JOISTS CEILING Cl F. F. T-BAR CEILIN 9'-5" A.F.F. = _1 T 6 FRP FRP N T C 27 27 Cl 0 T 27 g FLOOR FINISH 7 T MOP SIN 0'4" A.F.F. 6'-811 2'4" 4' 1 '-4" ELEVATION - E SCALE: 3/8" = V-0" 9' ELEVATION - B SCALE: 3/8" = V-0" ROOF DECK 2'-811 ROOF DECK Y 14'-1" A.F.F. �01 13'-211 ELEVATION - D SCALE: 3/8" = V-0" 14'-1" A.F.F. w— \ JOISTS CEILING IT 11'-0" A.F.F. T-BAR CEILING ��'1i 1'-1 " ROOF DECK 14'-1" A.F.F. OFAIT IM D E S I G N S T U D I O JOISTS CEILING 11'-0" A. F. F. T-BAR CEILING 9'-5" A.F.F. FLOOR 26 PT I 27 11 PT 11-111 41-611 51-311 T r co 23 N T T 1 N '- T 1 N o TIL TIL B , N B FINISH III Li Ll 7 0'-0" A.F.F. 4' -401 ELEVATION - H SCALE: 3/8" = V-0" ROOF DECK 14'-1" A.F.F. j -1niu-q r.F11 iml ELEVATION - G SCALE: 3/8" = V-0" ROOF DECK 14'-1" A.F.F. JOISTS CEILING 11'-0" A.F.F. T-BAR CEILING 9'-5" A.F.F. 5 0 PT � 25 � —40 1,-$„ 24 27 26 0 T r� o B B FLOOR FINISH Li H H H FLOOR FINISH 0'-0" A. F.F. 26'-711 3'-2" 1'-7" 0'-0" A.F.F. 31'-711 ELEVATION - F SCALE: 3/8" = V-0" a 2'-11" I. 5'-511 I. 3' I. 5'-611 2'-9" I. ELEVATION - I SCALE: 3/8" = V-0" 1 T A5 no 11 m I 1 0 will, ONE Mi 91 = ��l mi F111 m ONlo • 111 i �'� ��® IIOe��11 Ioil =�-- __ _ = -- (� KEYPLAN I I I I I I I I I I I I I I I i I I D n Ul 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON] PROJECT TITLE: HARVEST WONTON NOODLE 22931 HWY 99 EDMONDS, WA 98026 SHEET TITLE: ELEVATION REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 06/02/2021 RESUB SHEET# Jun 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5 22 MIN MEWS RESTROOM SCALE: 1/2" = 11- 0" DRYWALL CEILING 8'-5" A.F.F. T 80 CD T FLOOR FINISH 0'-0" A.F.F. DRYWALL CEILING 8'-5" A.F.F. FLOOR FINISH 0'-0" A.F.F. 22 MIN po --------------------------------------------------- ---i - 6-3" ELEVATION - A SCALE: 3/8" = 1'- 0" 6'-3" ELEVATION - E WOMEN'S RESTROOM SCALE : 1/2' = 11- 0" 7'-6" 6'-3" DRYWALL CEILING u -u m. r. r. ELEVATION - B SCALE: 3/8" = 1'- 0" 7'-6'I 61_3" DRYWALL CEILING ELEVATION - F 30"x48" LAVATORY CLEAR FLOOR SPACE WHEELCHAIR TURNING SPACE 60" DIA. 30"x48" LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEARANCE AT DOOR 60"MIN. PERP. TO DOOR & 18" BEYOND LATCH 5611x60" W.C. CLEARANCE 6'-3" 3'-4" 2'-11" DRYWALL CEILING -5" A.F.F. 80 _OOR FINISH 0'-0" A.F.F. DRYWALL CEILING -5" A.F.F. Ln 00 _OOR FINISH 0'-0" A.F.F. EL P1 I 54" 41" A10 9 TIL 2" A7 42, ELEVATION - C SCALE: 3/8" = 1'- 0" 6'-6" ipim Mll! ELEVATION - G W Z KEYPLAN RESTROOM ACCESSORIES LEGEND Al RECESSED HAND TOWEL DISPENSER A2 MIRROR A3 WALL HUNG WASH BASIN A4 GRAB BAR 36" MIN. LONG WITH BLOCKING A5 FLOOR MOUNTED WC A6 SANITARY NAPKIN DISPOSAL A7 GRAB BAR 42" MIN. LONG WITH BLOCKING A8 MULTI -ROLL TOILET TISSUE DISPENSER A9 GRAB BAR 181ONG WITH BLOCKING A10 SEAT COVER DISPENSER All WOOD BLOCKING FOR GRAB BAR Al2 BABY CHANGING STATION HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES MATERIAL LIST T1 : TILE ; TBD P1 : PAINT; TBD P2 : PAINT; TBD B1 : COVED BASE; TBD IBC 1210.2.2 NONABSORBENT SURFACE AROUND TOILETS AND URINALS SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 4' ABOVE THE FLOOR. DRYWALL CEILING 8'-5" A.F.F. N 80 FLOOR FINISH 0'-0" A.F.F. DRYWALL CEILING 8'-5" A.F.F. CV Un 00 FLOOR FINISH 0'-0" A.F.F. 7'-6" ELEVATION - D SCALE: 3/8" = 1'- 0" 7'-6" TIL ELEVATION - H 004 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I WALL SIGN 2 X 4 STUD ' o 1 1/2" DIA GRAB BARO , �G DOOR/FRAME ELEVATION 2X4 (2 N0.) WOOD Li ,i 1. SIGNS SHALL BE A MIN. OF 1/4" THK., AND THEIR STUDS AS BLOCKING Q COLOR AND CONTRAST SHALL BE DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR/WALL cy) PER GOVERNING CODES & ADA REQUIREMENTS. 5/8" WATER RESISTANT 2. WALL SIGNS SHALL BE LOCATED ON LATCH SIDE OF GWB, PAINT AS/ SCHEDULE DOOR, CLEAR OF DOOR -SWING. 3. LETTERS AND BRAILLE SYMBOLS SHALL BE PER APPLICABLE CODES & ADA REQUIREMENTS. 1 GRAB BAR SCALE BLOCKING DETAIL N.T.S. SOUND BATT INSULATION AROUND TOILET ROOMS TYP. 25" MAX 6" C MTL. BLOCKING @ MIRROR (2)6" C MTL. BLOCKING@ VANITY LAVATORY RIM TOP GRANITE COUNTER OVER 3/4" MOO PLYWOOD - Lo LAV ,% N x � � Q r T o � � r o ', EACH OF 8" MIN 11 PLYWOOD OUTRIGGERS (TYPICAL) CD Q ; 3/4" PLYWOOD OUTRIGGERS LOCATE PER PLAN, PAINT TO MATCH P-LAM VANITY TOP 3/4" PLYWOOD FRAME @ LU Q CONTINUOUS FRONT. FRONT & BACK SIDE AS SHOWN z WALL PER PLAN Y INSULATE PIPES: REFER TO NOTE BELOW r 11" MIN `V z < Q 48" MIN CL AR FLOOR SPACE a w 17" MIN TOE SPACE 0 NOTE: WATER SUPPLY AND DRAIN PIPES SHALL BE INSLATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE BELOW BE NO SHARP OF ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 3 TYP. SECTION AT LAVATORY SCALE N.T.S. FAI D E S I G N S T U D I O 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL:INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SUTAN STAiE ❑F WASHiHGTC3H PROJECT TITLE: HARVEST WONTON NOODLE 22931 HWY 99 EDMONDS, WA 98026 SHEET TITLE: ENLARGED RESTROOM REVISIONS: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 06/02/2021 RESUB SHEET# Jun 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 3/8" = 1'- 0" SCALE: 3/8" = 1'- 0" SCALE: 3/8" = 1'- 0" SCALE: 3/8" = 1'- 0"